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| 1 | (Slip Clearance) |
| 2 | In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 3 | In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 4 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 5 | In medium hard rocks ; by blasting |
| 6 | In hard rocks; by blasting |
| 7 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
| 8 | All kinds of soil : |
| 9 | Ordinary Rock |
| 10 | Hard Rock (Requiring Blasting ) |
| 11 | Hard Rock (Blasting prohibited ) |
| 12 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:1 meter from cutting edge |
| 13 | All kinds of soil : |
| 14 | Ordinary Rock |
| 15 | Hard Rock (Requiring Blasting ) |
| 16 | Hard Rock (Blasting prohibited ) |
| 17 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone Nallah |
| 18 | Dumping stone including cost of stones. in Horizontal on level |
| 19 | Dumping stone including cost of stones. in Horizontal on level (50%) & (50%) earth |
| 20 | Dumping stone excluding cost of stones. in Horizontal on level |
| 21 | Dumping stone including cost of stones. in Horizontal on level (50%) & (50%) earth using available stone |
| 22 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 23 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 24 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.Non-pressure NP-3 class (Medium duty) R.C.C. pipes |
| 25 | 450 mm dia. R.C.C. pipe |
| 26 | 600 mm dia. R.C.C. pipe |
| 27 | 900 mm dia. R.C.C. pipe |
| 28 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. |
| 29 | Hand-packing stones in wire-crates inculding cost of stone & crates |
| 30 | Providing and fixing 8 inch dia PVC pipe inculding all fitting complete job |
| 31 | Berm and Ruts Filling with RBM/Approved material obtained from borrow pits with a lift upto 1.50 mtr. Transporting to site, spreading grading to required slope and compacting, complete job |
| 32 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 33 | Snow Clearance by Mechanical Means using Machines as specified or equivalent Snow Plough 4WD 60 BHP (Trucks) |
| 34 | CARRIAGE OF MATERIALSBy Mechanical Transport including loading, unloading and stacking complete |
| 35 | Carriage of Stone avg lead of 05 km by MT |
| 36 | Carriage of Mulba avg lead of 01 km by MT Please Enable Macros to View BoQ information |
